Calculation of wooden beams on the stability of a flat bending shape enhancement

Flat bending stability problem of constant rectangular cross section wooden beam, loaded by a distributed load is considered. Differential equation is provided for the cases when load is located not in the center of gravity. The solution of the equation is performed numerically by the method of fini...

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Bibliographic Details
Main Authors: Chepurnenko Anton, Ulianskaya Vera, Yazyev Serdar, Zotov Ivan
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201819601003